Military Engineer Services Tender
View complete overview of Nagaland MES Tender
Costs
EMD
₹ 3,97,910Document Cost
₹ 2,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_683221_1Tender No
89806/RANG/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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Providing and fixing self-drilling anchors of min. 32 mm diameter on cut slope with yield load 280 KN with attached sacrificial drill bit, nut, washer plate, coupler for connecting bars with suitable corrosion protection coating for bar and accessories and full length grouting including all ancillary works for soil nailing/surface anchoring including all ancillary material, machinery, Labour as per detailed technical specifications complete all as directed.
510
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Providing and installing of subsurface drainage pipes (horizontal / inclined) in the slope with perforated PVC pipe (lined with Non -woven Geotextile) of 50 mm internal diameter by drilling and inserting the perforated PVC pipe as per the drawings complete all as directed.
192
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Earthwork in excavation for foundation of structures as per drawing and technical specification including setting out, removing, spreading or stacking of spoils within a lead of 500 m as directed and trimming the sides of the trenches, levelling, dressing and ramming the bottom in all sorts of soil excluding marshy soil & rocks (soft or hard) by mechanical meanscomplete (Reference MoRT&H's specification clause 304) complete all as directed.
1560
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Removal of vegetation, bushes, shrubs in lower and upper section including stacking of useful material, disposing of material from hill slope within lead of 50 meter complete all as directed.
640
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Rough excavation not exc 1.5 m deep and getting out in soft and loose soil complete all as specified and directed.
414
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Excavation over area n exc 1.5 m deep and getting out in soft/loose soil complete all as specified and directed.
265
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Excavation over area exc 1.5 m deep and n.exc 3 m deep and getting out in soft/loose soil complete all as specified and directed.
18
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Excavation in trenches n exc 1.5 m wide n exc 1.5 m depth; for foundation or for shafts, wells, cesspits, manholes, pier holes n exc 10 Sqm on plain and n exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and directed.
173
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Excavation in trenches not exceeding 1.5 m wide for foundation or for shafts, wells, cesspits, manholes, pier holes etc. not exc 10 sqm on plan and exceeding 1.50 in depth but not exc 3.0 m and getting out soft/loose soil complete all as specified and directed
18
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M&L for PCC (1:3:6) type C2 using 40 mm graded crushed stone aggregate as in drain foundation, filling and mass concrete complete all as specified and directed.
52
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M&L for brick work with sub class 'B' bricks straight or curved on plan exc 6 m mean radius built in CM (1:4) as in wall of drain complete all as specified and directed.
55
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M&L for PCC (1:2:4) type B-0 using 12.5 mm graded crushed stone aggregate as in lintels upto 1.5 m clear span, cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, coping, kneelers, apex stones, bed plates, kerbs, water trough and the like including weathering slightly rounded or chamfered angles and throating complete all as specified and directed.
4.15
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M&L for rendering 10 mm thick on fair face of brick wall in CM (1:4) finished even and smooth without using extra cement complete all as specified and directed.
393
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M&L for PCC (1:2:4) type B-1, using 20 mm graded crushed stone aggregate as in surface channels and drains complete all as specified and directed.
12
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Returning filling in, including spreading, levelling, watering and ramming in layers not exc 25 cm in soft/loose soil complete all as specified and directed.
423.5
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Removing excavated material n exc 50 m and depositing where directed at a leve n exc 1.5 m above the starting poin complete all as specified and directed.
464.5
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M&L for extra for forming fair finished drain or channel 30 cm inner girth using extra cement including forms, moulds, mitered /stopped ends complete all as specified and directed.
300
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Use and waste of formwork for foundations, foundation beams for rough finished surfaces of concrete complete all as specified and as directed.
120
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Use and waste of formwork to faces of walls, retaining walls, abutments, parapets and staircase railing including attached pillasters, buttresses for fair finish surfaces of concrete complete all as specified and directed.
504
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M&L for mild steel TMT bars (Fe 500D grades) 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed.
15822
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M&L for Reinforced Cement Concrete M-25 (Design mix) using 20 mm graded crushed stone aggregate as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, basement slabs, under-reamed piles and mass concrete complete all as specified and directed.
78
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M&L for Reinforced Cement Concrete M-25 (Design mix) using 20 mm graded crushed stone aggregate as in walls, retaining walls, basement walls, ballast walls above top of footings including attached pillasters & ballusters complete all as specified and directed.
74
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Supply only PVC pipe, 110 mm bore ISI marked for weep hole of RCC Retaining wall complete all as specified and as directed.
54
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M&L for Hand packing (any thickness) at back of walls over arches etc with broken bolders complete all as specified and directed.
108
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